HomeMy WebLinkAboutDrawingsPROJECT BENCHMARK: Comer of Concrete Headwall, X= 3568095.35, Y= 10203820.62, Elev= 100.00
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II & CLAUDIA F I
ZONING: P-1 I I 11 'I_ �01�o
DOTSON, DAVID JAY
& FRANCES Z
ZONING: R-1
00 15' Rear
Setback
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EX.
' MAN/HOLE
Ex. 8" '
Sanitary Sewer
BELL, LANCE
MARLENE L
ZONING: R-
VICMTTY MAP
SCALE: N.T.S.
GENERALCONSTRUCTION NOTES: t'
1. It shall be theresponsibility of the Contractor to verify the exact location of
ALL existing underground utilities. Furthermore, the Contractor shall contact all
utility company representatives a minimum of 48 hours in advance of any
excavation.
a. Contact Dig Tess 0 1-800-344-8377
b. Contact Kimberly Winn ® ATMOS 774-2506
C. Contact Mike Lavender ® Suddenlink 846-2229
d. Contact Gilbert Martinez ® College Station Electrical 764-3660
e. Contact Mitchell Gas ® 779-4460
f. Contact Union Pacific Resources ® 778-8525
g. Contact Richard Wallace ® Verizon 821-4752
h. Contact Butch Willis ® College Station Water & Sewer 764-3660
2. All construction shall be in accordance with the current City of College Station
(C.S.) Standard Specifications for Street Construction, B/CS Unified Technical
Specifications, Water and Sewer and Generals, 2007, and BCS Unified Design
Details. All inspection shall be performed by the staff of the City Engineer of C.S.
All construction shall be coordinated with the City of C.S. City Engineer.
3. In lieu of using the construction materials indicated in these plans, the
Contractor shall obtain written approval from the City Engineer for any substitution
prior to Construction. Requests for changes should include product information and
an engineers seal where applicable. The contractor shall be financially responsible
for the engineers time spent reviewing changes and redesigning based on
contractors requests.
4. Trench Safety Requirements shall be in accordance with O.S.H.A. Standard 29
CFR Part 1926 Subpart P. For general requirements, see Sheet S3 for details.
5. TRENCHING AND BACKFILLING: All trenching and backfilling shall conform to
the specifications set out herein. Testing shall be provided by a certified
laboratory, at the Owners expense, to verify these standards. Any retesting due
to substandard work shall be at the expense of the Contractor. Structural areas
shall include all sidewalks and shall extend 5' beyond the curb lines of all streets,
alleys and parking areas.
6. It is the responsibility of the contractor to comply with all State and Federal
Regulations regarding construction activities near energized overhead power lines.
Additionally, the contractor shall coordinate all proposed work and procedures with
the City of C.S. Electrical Division.
7. All materials & labor not identified as a Separate Bid Item shall be considered
subsidiary to the item in which it is used. All materials and equipment shall be
both furnished and installed unless otherwise noted.
8. The Contractor must provide construction staking from the information provide
onthese plans.
9. All soil exposed by construction shall receive cellulose fibermulch seeding.
10. Trenches may be left open overnight if properly barricaded.
11. Adjustment of Water Meters, Valves, Manholes, Irrigation Systems, and any
other Public or Private Utility, etc. are not separate pay items. The Price of the
adjustment shall be subsidiary to the construction of Sewer Line, Force Main, etc.
12. The contractor shall coordinate with Suddenlink Communications, Atmos
Energy, and Verizon to adjust the location of existing facilities.
13. The contractor is responsible for traffic control. This is not a separate pay
item.
14. No spoil areas are available on this site.
15. All roof and ground -mounted mechanical equipment shall be screened from
view or isolated so as not to be visible from any public right-of-way or
residential district within 150' of the subject lot, measured from a point five feet
above grade. Such screening shall be coordinated with the building architecture,
materials, colors, and scale to maintain a unified appearance.
SITE PLAN NOTES:
1.- Name of Project: The Suites at Copper falls-
2. Legal Description: 1.62 Acres M. Rector Abstract #46
3. Owner. 1999 Properties Group, LLC
511 University Drive East, Suite 204
College Station, Texas 77840
(979) 260-6963
4. Engineer: Mitchell & Morgan, L.L.P.
511 University Drive East, S ite 204
College Station, Texas 7710
(979) 260-6963
5. Zoning: Administrative/Professional (A -P)
6. Existing Use: Undeveloped -Vacant
Proposed Use: Professional
7. Setbacks: Per City of College Station Ordinances
8. Site Area: 1.62 acres
9. Water Demands: Min.=O gpm, Avg.=2.35 gpm, Peak=9.4
gpm
10. Sanitary Demands: 5640 GPD
No Portion of this site lies within the 100 -year floodplain
boundary per FEMA's Flood Insurance Rate Map panels
48041CO163 D and 48041CO201 D. Effective date: February
9, 2000.
PARKING REQUIREMENTS
Total Area SF = 6200 SF
Req'd Parking: tps/250sf =6200/250 =25 Parking Spaces
Total Parking Provided =34 Parking Spaces (2 HC P.S. Inc.)
Interior Islands: Interior Parking Spaces/15 x 180 SF=
= 17p.s./15x 180 SF=204 SF
T.979.260.6963
F.979.260.3564
1 UNNERSITY DRIVE EAS
SUITE 204
LLEGE STATION, TX 7784
UW & DESIGN SPECIALISTS II
VIL ENGINEERING • HYDRAULIC
UROLOGY • URLRIES • STREEI
SITE PLANS • SUBDIVISIONS
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SCALE: N.T.S.
GENERALCONSTRUCTION NOTES: t'
1. It shall be theresponsibility of the Contractor to verify the exact location of
ALL existing underground utilities. Furthermore, the Contractor shall contact all
utility company representatives a minimum of 48 hours in advance of any
excavation.
a. Contact Dig Tess 0 1-800-344-8377
b. Contact Kimberly Winn ® ATMOS 774-2506
C. Contact Mike Lavender ® Suddenlink 846-2229
d. Contact Gilbert Martinez ® College Station Electrical 764-3660
e. Contact Mitchell Gas ® 779-4460
f. Contact Union Pacific Resources ® 778-8525
g. Contact Richard Wallace ® Verizon 821-4752
h. Contact Butch Willis ® College Station Water & Sewer 764-3660
2. All construction shall be in accordance with the current City of College Station
(C.S.) Standard Specifications for Street Construction, B/CS Unified Technical
Specifications, Water and Sewer and Generals, 2007, and BCS Unified Design
Details. All inspection shall be performed by the staff of the City Engineer of C.S.
All construction shall be coordinated with the City of C.S. City Engineer.
3. In lieu of using the construction materials indicated in these plans, the
Contractor shall obtain written approval from the City Engineer for any substitution
prior to Construction. Requests for changes should include product information and
an engineers seal where applicable. The contractor shall be financially responsible
for the engineers time spent reviewing changes and redesigning based on
contractors requests.
4. Trench Safety Requirements shall be in accordance with O.S.H.A. Standard 29
CFR Part 1926 Subpart P. For general requirements, see Sheet S3 for details.
5. TRENCHING AND BACKFILLING: All trenching and backfilling shall conform to
the specifications set out herein. Testing shall be provided by a certified
laboratory, at the Owners expense, to verify these standards. Any retesting due
to substandard work shall be at the expense of the Contractor. Structural areas
shall include all sidewalks and shall extend 5' beyond the curb lines of all streets,
alleys and parking areas.
6. It is the responsibility of the contractor to comply with all State and Federal
Regulations regarding construction activities near energized overhead power lines.
Additionally, the contractor shall coordinate all proposed work and procedures with
the City of C.S. Electrical Division.
7. All materials & labor not identified as a Separate Bid Item shall be considered
subsidiary to the item in which it is used. All materials and equipment shall be
both furnished and installed unless otherwise noted.
8. The Contractor must provide construction staking from the information provide
onthese plans.
9. All soil exposed by construction shall receive cellulose fibermulch seeding.
10. Trenches may be left open overnight if properly barricaded.
11. Adjustment of Water Meters, Valves, Manholes, Irrigation Systems, and any
other Public or Private Utility, etc. are not separate pay items. The Price of the
adjustment shall be subsidiary to the construction of Sewer Line, Force Main, etc.
12. The contractor shall coordinate with Suddenlink Communications, Atmos
Energy, and Verizon to adjust the location of existing facilities.
13. The contractor is responsible for traffic control. This is not a separate pay
item.
14. No spoil areas are available on this site.
15. All roof and ground -mounted mechanical equipment shall be screened from
view or isolated so as not to be visible from any public right-of-way or
residential district within 150' of the subject lot, measured from a point five feet
above grade. Such screening shall be coordinated with the building architecture,
materials, colors, and scale to maintain a unified appearance.
SITE PLAN NOTES:
1.- Name of Project: The Suites at Copper falls-
2. Legal Description: 1.62 Acres M. Rector Abstract #46
3. Owner. 1999 Properties Group, LLC
511 University Drive East, Suite 204
College Station, Texas 77840
(979) 260-6963
4. Engineer: Mitchell & Morgan, L.L.P.
511 University Drive East, S ite 204
College Station, Texas 7710
(979) 260-6963
5. Zoning: Administrative/Professional (A -P)
6. Existing Use: Undeveloped -Vacant
Proposed Use: Professional
7. Setbacks: Per City of College Station Ordinances
8. Site Area: 1.62 acres
9. Water Demands: Min.=O gpm, Avg.=2.35 gpm, Peak=9.4
gpm
10. Sanitary Demands: 5640 GPD
No Portion of this site lies within the 100 -year floodplain
boundary per FEMA's Flood Insurance Rate Map panels
48041CO163 D and 48041CO201 D. Effective date: February
9, 2000.
PARKING REQUIREMENTS
Total Area SF = 6200 SF
Req'd Parking: tps/250sf =6200/250 =25 Parking Spaces
Total Parking Provided =34 Parking Spaces (2 HC P.S. Inc.)
Interior Islands: Interior Parking Spaces/15 x 180 SF=
= 17p.s./15x 180 SF=204 SF
T.979.260.6963
F.979.260.3564
1 UNNERSITY DRIVE EAS
SUITE 204
LLEGE STATION, TX 7784
UW & DESIGN SPECIALISTS II
VIL ENGINEERING • HYDRAULIC
UROLOGY • URLRIES • STREEI
SITE PLANS • SUBDIVISIONS
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UNIT PIS.
TOTAL PIS
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600
1 4"-B" Ash Juniper (Juniperus ashei) - Existing
0
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�7
(::) 0
1 4"-8” Water Oak (Quercus nigra) - Existing
300
300
1 +8• „ Overcup Oak (Quercus lyrato) - Existing
0
0
Al!
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t 6 +8" ._ Post Oak (Quercus stellate) - Existing
400
2400
(CO) 1 +8' `-' Water Oak (Quercus nigra) - Existing
400
400
K® 1 2.1'-3.4' v' Pecan (Carya illinoinensis)
750
150
�
,Z IGS 5 1.25'+ Crape Myrtle (Lagerstroemia indica)
`w
200
Basham's Party Pink
N1I�
® 1 10 gal ✓ Chaste Tree (Vitex agnus-costus)
0
0
❑ 36 5 gal {/ Wax Myrtle (Myrica cerifera)
10
360
12 5 gal ✓ Pineapple Guava (Feikoa sellowiana)
—``-
120
2 1 gal Maiden Grass (Miscanthus sinensis)
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LANDSCAPE/STREETSCAPE POINTS CALCULATIONS
SYMBOL QUANTITY SIZE COMMON NAME (BOTANICAL NAME)
UNIT PIS.
TOTAL PIS
.' 2 e-8' L,,' Post Oak (Quercus stellate) - Existing
r,
300
600
1 4"-B" Ash Juniper (Juniperus ashei) - Existing
0
0
L'
/-
1 4"-8” Water Oak (Quercus nigra) - Existing
300
300
1 +8• „ Overcup Oak (Quercus lyrato) - Existing
0
0
Al!
-
t 6 +8" ._ Post Oak (Quercus stellate) - Existing
400
2400
(CO) 1 +8' `-' Water Oak (Quercus nigra) - Existing
400
400
K® 1 2.1'-3.4' v' Pecan (Carya illinoinensis)
750
150
�
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`w
200
Basham's Party Pink
N1I�
® 1 10 gal ✓ Chaste Tree (Vitex agnus-costus)
0
0
❑ 36 5 gal {/ Wax Myrtle (Myrica cerifera)
10
360
12 5 gal ✓ Pineapple Guava (Feikoa sellowiana)
10
120
2 1 gal Maiden Grass (Miscanthus sinensis)
0
0
0 23 e Yellow Texas Lantana (Lantana horrida)
0
0
® 4" Asian Jasmine (Trachelospermum asiaticum)
0
0
BARRICADE,. FOR EXISTING TREES TO BE CONSTRUCTED WITH 48" HIGH ORANGE PLASTIC CONSTRUCTION NETTING
AND. SECURED TO STEEL T -POSTS. BARRICADE TO BE PLACED IN A CIRCLE AROUND INDICATED TREES A RADIAL
DISTANCE OF 1' EVERY 1" CALIPER OF TREE. BARRIDGADE MUST BE IN PLACE PRIOR
TO ANY DEVELOPMENT
ACTIVITY AS WELL AS THROUGHOUT THE CONSTRUCTION PROCESS.
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STREETSCAPE:
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171.16'/50 X 300 PTS = 1027 PTS
171.16'/25 = 7 CANOPY TREES •/
POINTS PER PROJECT AREA:
46564.88 SQUARE FEET OF SITE AREA (PHASE 1)
46564.88/1000 = 46.56
46.56 X 30 = 1397 PTS'✓
TOTAL POINTS REQUIRED: 2424 PTS r/ TOTAL POINTS PROPOSED: 4530 PTS
T.979.260.6963
F.979:260.3564
511 UNIVERSITY DRIVE EAST
SUITE 204
:OLLEGE STATION, TX 7784(
PLAN do DESIGN SPECIALISTS IN
CML ENGINEERING • HYDRAUUCE
YDROLOGY • UTILITIES • STREET:
SITE PLANS • SUBDIVISIONS
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STAKES TO DRIPUNE
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TIAL OF OVERALL POST 3'
STEEL CURB
ANNUAL COLOR
OWNER TO SELECT `
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TO ISSUANCE OF A C.O.
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NCHMARK: Comer ofConcrete Headwall, X= 3568095.35, Y= 10203820.62, Elev= 100.00
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0 ENCLOSURE
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LANDSCAPE/STREETSCAPE POINTS CALCULATIONS
SYMBOL QUANTITY SIZE
COMMON NAME (BOTANICAL NAME)
UNIT PTS.
TOTAL PIS
AID2 4"-8"
Ld
300
0
t^wt:
Ea 1 4"-8"
V�
Li
0
01 1 4"-8"
li
300
300
1 +8"
Overcup Oak (quercus lyrata) — Existing
0
J
6 +8'
Post Oak (Quercus stellate) — Existing
400
2400
1 +8'
I�
L.L
400
400
® 1 2.1"-3.4'
Pecan (Caryo illinoinensis)
150
W
szol 5 1.25.+
m
40
200
Bashorn's Party Pink
0
® 1 10 gal
Chaste Tree (Vitex agnus—costus)
0
v / \'
❑ 36 5 gal
Wax Myrtle (Myrica cerifera)
10
360
12 5 gal
Pineapple Guava (Feikoa sellowiana)
10
120
2 1 gal
Maiden Gross (Miscanthus sinensis)
0
C/)
0 23 4'
m
X
0
® 30 4"
Li ,.
0
0 m
1
JI'r^I
I
\
m '\
25' PUE
I
`96.00"
97.00--
___98.00-,-
Val
I,
U-0 0 a
00 � 99.0 � \�� �00 0 00
' �;.:;,� G•; .�: is < <C;,.`;�` ';,;
` ¢ "jqk �tvIII
99�O
0') i 0
U
:EK BED
BASE)
i PLACED BOULDERS
O (TYPICAL) /
/
O
BARRICADE FENCE i
TREE PROTECTION (TYP)
J
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J s'xs' TRASH CAN
0 ENCLOSURE
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LANDSCAPE/STREETSCAPE POINTS CALCULATIONS
SYMBOL QUANTITY SIZE
COMMON NAME (BOTANICAL NAME)
UNIT PTS.
TOTAL PIS
AID2 4"-8"
Post Oak (Quercus stellata) — Existing
300
600
t^wt:
Ea 1 4"-8"
Ash Juniper (Juniperus ashei) — Existing
0
0
01 1 4"-8"
Water Oak (Quercus nigra) — Existing
300
300
1 +8"
Overcup Oak (quercus lyrata) — Existing
0
0
6 +8'
Post Oak (Quercus stellate) — Existing
400
2400
1 +8'
Water Oak (Quercus nigra) — Existing
400
400
® 1 2.1"-3.4'
Pecan (Caryo illinoinensis)
150
150
szol 5 1.25.+
Crape Myrtle (L.ogerstroemin indica)
40
200
Bashorn's Party Pink
0
® 1 10 gal
Chaste Tree (Vitex agnus—costus)
0
0
❑ 36 5 gal
Wax Myrtle (Myrica cerifera)
10
360
12 5 gal
Pineapple Guava (Feikoa sellowiana)
10
120
2 1 gal
Maiden Gross (Miscanthus sinensis)
0
0
0 23 4'
Yellow Texas Lantana (Lantana horrida)
0
0
® 30 4"
Asian Jasmine (Trachelospennum asiaticum)
0
0
BARRICADE, FOR EXISTING TREES TO
BE CONSTRUCTED WITH 48" HIGH ORANGE PLASTIC CONSTRUCTION NETTING
AND SECURED TO STEEL T—POSTS.
BARRICADE TO BE PLACED IN A CIRCLE AROUND INDICATED TREES A RADIAL
DISTANCE OF 1' EVERY 1" CALIPER
OF TREE. BARRIDCADE MUST BE IN PLACE PRIOR TO ANY DEVELOPMENT
ACTIVITY AS WELL AS THROUGHOUT THE CONSTRUCTION PROCESS.
STREEI'SCAPE:
183:28'/50 X 300 PTS = 1100 PTS
183.28'/25 = 8 CANOPY TREES
POINTS PER PROJECT AREA:-
REA:47992.43
47992.43SQUARE FEET OF SITE AREA (PHASE 1)
47992.43/1000 = 47.99
47.99 X 30 = 1440 PTS
TOTAL POINTS REQUIRED: 2540 PTS
TOTAL POINTS PROPOSED: 4530 PTS
NOTES:
1. IRRIGATION SYSTEM TO SERVICE ALL NEW PLANTINGS WILL BE INSTALLED BY A CERTIFIED INSTALLER PRIOR
TO ISSUANCE OF A C.O.
2. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK (NOT LOOSE), OR A PERENNIAL
GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES, AND DRAINAGE AREAS, THE PARKING LOT SETBACKS,
RIGHT—OF—WAY, AND ADJACENT PROPERTY DISTURBED BY CONSTRUCTION.
BARRICADE PROTECTION DETAIL
\ NTS .
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-------------------------------- ---- -------------- --- - -
-- -- — — — -- — -- QTONE EDGING
/r
XD
FENCING
SIGN
T.979.260.6963
F.979.260.3564
511 UNIVERSITY DRIVE EAST
SUITE 204
COLLEGE STATION, TX 7784(
PIAN & DESIGN SPECIALISTS IN
CML ENGINEERING • HYDRAUUCS
FTYDROLOGY • UTILITIES • STREETS
SITE PLANS • SrUBDIVISIONS
00
Of 14 Sheets
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PROJECT BENCHMARK: Comer of Concrete Headwall, X= 3568095.35, Y= 10203820.62, Elev= 100.00
\
\ \
`. �.
IN IN
.0O, IN �\,\
`\
\ '` ♦ ` EXISTING RAMP TO\`
°11,
Q0o BEN`REMOVED.v BY
`\ \ ,
LEDOUX, EDV�ARD M - \' /0 o 0�°0
O ` \
II & CLAUDIA F
ZONING: �-1 = '�: \'o� \`` \\ ° o IN
00`\ `\\ `\\ ON,
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IN \.\ ,
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IN
\ .. `\f o, P vy
IN -``%1 25'0 Front •' \> \`
\ '
IN \,\ :\\ Setback
\ E IINelf `
OO `\
I '
IN
'990
DOTSON, DAVID JAY - ' IN
& FRANCES Z
ZONING: R-1 3 c
o
1
ZONI�
_ 1
--- _ 25' CITY OF COLLEGE
'- STATION ELECTRICAL
-----"'3t° EASEMENT (417/859)
-7
� I
00 ,
N
15' Rear c
Setback
_ U)
_ ?Prop. Concrete Weir
' MANHOLE c (Sae Sheet 05) Prop.
Rock -Rip -Rap
(See Sheet 05)
I-,
_ --91.00-x. L.- ilV1'
/
/
/
/
Ex. 8" `c,.�
Sanitary Sewer
'- l
(approx. vv
location)v
v
I �
\
\
h
BELL
LANCE E &
o
MARLENE LA\\ ,, m
ZONING: R -I'-
0
6�
-- o0
Power
1
ol� \
Pole
\
\
V�
\
\
m
2 4" EVC E
\
_ t
ES'GRI
A -P
2 \\ \
Aoe\s
000,
Saw cut to provide
neat edge of existing
curb.
Leave 15" of rebar of the
/ removed curb and tie it to the
rebar of the new curb.
o'
CONNECT TO EXISTING CURB DETAIL
NTS
FILENAME conect_curb.dwg
PLOTtED: 07 Oct 2007 - 4:30 pm
Rein IIorced
Concrete
6" (min)
Pavement Limit of
•ete for Asot
Sawcut Existing Pvmt to
"Neat" Joint.
Pavement
LS$B Earth TL
VICINITY MAP
8" 6 LSSB
2' SCALE: N.T.S.
CONNECTION TO ASPHALT PAVEMENT GENERAL CONSTRUCTION NOTES:
1. It shall be the responsibility of the Contractor to verify the exact location of
fllg ALL existing underground utilities. Furthermore, the Contractor shall contact all
utility company representatives a minimum of 48 hours in advance of any
excavation.
a. Contact Dig Tess ® 1-800-344-8377
b. Contact Kimberly Winn ® ATMOS 774-2506
C. Contact Mike Lavender ® Suddenlink 846-2229
d. Contact Gilbert Martinez ® College Station Electrical 764-3660
e. Contact Mitchell Gas ® 779-4460
f. Contact Union Pacific Resources ® 778-8525
1' 6" g. Contact h. Contact ButchrWillsll0 College Station zon l 52
StationWat
& Sewer 764-3660
2. All construction shall be in accordance with the current City of College Station
(C.S.) Standard Specifications for Street Construction, B/CS Unified Technical
Ci Specifications, Water and Sewer and Generals, 2007, and BCS Unified Design
#4 Bars ® 15" O.C.E.W. Details. All inspection shall be
All construction shall be coordinated we' h the City staff
of C.S. City (Engin Engineer
r er of C.S.
3. In lieu of using the construction materials indicated in these plans,the
7" 3500 PSI Concrete Contractor shall obtain written approval' from the City Engineer forany substitution
� prior to Construction. Requests for changes should include product information and
an engineers sear where applicable. Thecontractorshall be financially responsible
\\ \\ \\ \\\\ \\ • \\ . \� • \\ . \\ \\\ \\\ \\ for the engineer's time spent reviewing changes and redesigning based on
6" Lime Stabilized Subgrade\/ / / contractors. requests.
� 4. "'Trench Safety Requirements shall .be in accordance with O.S.H.A. Standard 29
\\ CFR Part 1926 Subpart P. For general requirements, see Sheet S3 for details.
5. TRENCHING AND BACKFILLING: All trenching and backfilling shall conform to
-- - - -----'--- W.AW --DLT Y CONMET-PAVEMENT the specifications set out herein. Testing shall- berovided_ by
a certified
laboratory, at the Owners expense, to verify these standards.Any retesting due
NTS t&,substandard work shall be at the expense of the Contractor. Structural areas
shall include all sidewalks and shall extend 5' beyond the curb lines of all street's,
alleys and parking areas,
6. It is theresponsibility of,.the contractor to comply with all State and Federal
Regulations 'regarding construction activities near energized overhead power lines.
Additionally, the contractor shall coordinate all proposed work and procedures with
the City of C.S. Electrical Division.
7. All materials & labor not identified as a Separate Bid Item shall be considered
,_ _ \ subsidiary to the item in which it is used. All materials and equipment shall be
1 \ l i i - ; / Z _` I` \ \ \ \ \ both furnished and installed unless otherwise noted.
X= 0203816.90\ / \ \ 8. The Contractor must
I--� \ \ � c----100.00.-_ i \. :./ / ` \ \
10 03810.80 \ ` _ -_ � ''- / \ > / \ \ \ \ \ `` 1' 6" provide construction staking from the information provide
,,,_ / % /=• X= 35;68030.77 > / \ \ \ \ ` ` on these plans.
Y= 10 03743.40 � / � ` \ ` 9. All soil exposed by construction shall receive cellulose fibermulch seeding.\\ `\\ \ _ tic{fWxlor5l.�rex�'.s:"' O�� / os o \ \\ \\ \
y 10. Trenches may be left open overnight if properly barricaded.
(Slopped L.� Fatiq. ,r o5' c ' > 1 0o rn o \ `\ 11. Adjustment of Water Meters Valves, Manholes, Irrigation Systems, and any
1 Headwall -'96.00---` \ \ e '� ' , / O,/ /1 \ o Y \ r
°` ° #4 Bars ®15" O.C.E.W. other Public or Private Utility, etc. are not separate pay items. The Price of the
t ,� Exist TxDOT \ o, Q adjustment shall be subsidiary to the construction of Sewer Line, Force Main, etc.
' x'97.00 -_/Sr' r r r.. ,o.:e^-r w¢4Nr y^'1';r{tz' �}s�Yy iz;:,� ii{i{�" a�+;:.�{' "tAM,'.r`''a`ri7, iy, r: v' , s ,. , \ ) rY
I - 'OI'c tai¢ s,?"a HX 5:-;71}t`ti'', �., wl �,�t',i 0 rr �'1 t ..c r'3\'1,^ ,7;. -., ver n`r :r✓sl t> ,, sr r 4 Stone / , Light�'POIe \ O \
Storm / 5r ... g s sv ,..a,,, r? k , \, int r « r+ ` ,; art ,,, \ RIP 12. The contractor shall coordinate with Suddenlink Communications, Atmos
33 �{ .. .
1 / .._ � ��ror '£'A�. <t- '~, �4 �1 _:.+,it", S� r .... ."4 .inry rt'r' n�v »�+;c ri uil l:t,v. .✓}v'41rS 1' {•.,9'Gi zc : / \ 1
25'_ -CITY OF COLi,E , •s;, .'fi c ^,1t: � r�•.�: a �ttx:, wNi rr�,v+.�d,a �," .,.�3„7 ns1 ?, ,r 3 , rr;z:sart� ,�'; Ra Flume (to remain \ \ \ \ \ 3 Energy, Verizon to adjust the location of existing facilities.
Dram ;a ,yQ `^ -sura ,.,pi}x•,ta irP.la'%r"rxk Cr+'rt.:N°, ,rvk,,"'I;,:i+a' ,.i1/�k,,,,....tbt',' _ P / \ . \\ ,..6:. 500 PSI Concrete 9Y 1 9
uATIDN PUBLIC U'� A. ygt7� s > :;+;, sa Xs,xa; ,. W <?.d'= v s ,J\c{:,. ,4a'i ..,,x" 7?n\ i 1u, 1s Yx'„� - 3
�Cleano '*zn1'e {:f I's /..,.;ku{,.,, ,, a �. r,_ r, q...-;.�„ n l `r ,aw\„ „r,.,\r„ j,WL„_ See Sheet OS \ \ \ \ 1 The contractor is responsible for traffic control. This is not a separate a
i EASEMENT (876/34) it s°n!'5! fisraq{,\>'tr .tfiikkrxs',4\ra)tt.,, +f/r3Yr+.x 1t.ta{..,,,tN,nf�ti5+`�:'~<K,s3pr<,y.",',+o-iSSfr `,;I,%r'{ ( a / . \ \ \ \ \ \\ item. P pay
I , ( / 4') �'.f' iMk�j M't.y4`I'`zF x,!iv j7 Ya•'ty'tr� ',, ar�S?,Xu f,.ua fir"'ir x�lj wi {i%ikS§t•.� l ..'n,;>i rt x $,?+'.I'I li "', / / \\ \ \ \ \ \ \
N. {1 % r , �`,-;T3,�rr` 4t".NaSs,t {.;tlr;a�,x•¢rZ,r,'�t?i „- 7+�',g,xj:,'fGe"t,.,rur:,,�t,ki,Jip �a,,? ? .+1`,-#'i,.'r.6 -t....,,a.,,{t,t-�,+�%,t,rIuI4`�7r[l, :c0�,u, �;.:.r a �z.;,h,c1ct:, !t+imt 0a,.z.z}, ' T,rti.,1r,�r,,�,,',�g?,,,=,;,...t�1 , k,I3i~ ,� sCrz,=,i.t, ;'.{.��~v.;ae.atrp,r., ,''r�e nrra,,�.,!n� .�`ta`rr,fiL/\v'ri?.�.'��.4.ii,i,'n'''y,9Y',tj"-,'ai.'il5:r�.i r,§ir,n.6, ti,a�; }t'�aIt�..:.r'.;,,a,,i.. gt,��,7'i',),x'�\;lS„ir'-a .r.r,}r;a.1,,a�,:t�ay. ,o.s. __ / // O7CO� / // . \ \ \\ \ \\ \ 1 \ \ + \ 1t 1 \ \ \` \ \\\ \\\ \\\ \\\\\� • \�' ,
14. Nos
oil areas are available on this site.
15. All roof and ground -
i . mounted mechanical equipment shall
be screened from \ � r
6" Lime $tabilzed Subgade\ view or isolated so as not to be visible from ahY Public right-of-way or
�i�11�II'IIIII`\\` \\ \ \ \\\ l`\ \\ \E\ . \v x\ `•\ r'\ g `"\\\ `I I 1 \\ \ / I ''' }e..%3$�$ti\rpt5`'Pi'r>i,`~ra;o5/tal>.alyYA'��sz t2';tBn„\+:�mv,r,i.ca.iZu ki,IeStEfJ 'aiirrt\ y1„Mt0`{T5r."x'S?,,;8hRt,,,S8,F_'w erawWa?in+ ':e''vltUr a"\'a.}r+�t?I`cn,�,r1'r `4, a
'
/
e
\
♦ \
\\\ \
` \\k soyry r
AArn
\ 0nZ \
f
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,
SrTeIsidPeLnAtiNal district
tEriSc:
t within 150
of
the subject
lo
t, meas
ured
from
o
m a
point five fee
tNCONTRACTOR SHALL USE oHER IN THIS . P#� t above 9rade.Such screening shall be coordinated with the building architecture, TRENC25' Front
oiq61092{67 materials, colors, and scale to maintain a unified ed aPPearance., back Y_ 1 STNDARDAREA TO MINIMIZE Set =D2os37sDISTURBANCProposed IOH.3 CONCEDE PALMENT DETAIL
15" Sto 15 Z=ABSOLUTELY NO LARGE 60d odNTS
N,
Drain Lne p 91 E
IN X- 1. Name of Project: Copper Falls Executive SuitesY= 10203 o
Ob 35679049 L
I 7.7 / Ex `kDb\$n lo, -,Q 2. Legal Description: 1.62 Acres M. Rector Abstract #46
X= 3567917.56 `(to Paraln)Waterline p. 3. Owner: 1999 Properties Group, LLC
Y= 10203768:07 °i H.C. Rock-Rip-RoP 511 University Drive East, Suite 204(aPPrax. s
location) o ef`\OB)
I _ 'H.C. Ramps (SeeSheCollege Station, Texas 77840
Storm DrainPro 15Signs -
,1
c
,
���r tn,� v . h,r i:::`,cr . MQ] ,c1i• //
\
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397h 260
ilityCleanOUt I Publiut6'x6'
It Easement Trash Can 4 Engineer: Xitceli &Mor a
n, L.L.P. .P.
511 University Drive East,
Su
i
te 204o Enclosure
College Station Texas 77840Electrics IN
\\TransforProp. :18" 6963(979) 260
Pad Headwall
- with S.E.T.5. Zoning: Administrative/Professional (A -P) R2 \
--- 1 -- /curb • 6. Existing Use: Undeveloped -Vacant
T B3 80'2 \4N?Vq •E C Props Ramp Proposed Use: Professional
9' i sPaces 'o 7. Setbacks: Per City of College Station Ordinance
sPaces Flre
it/ `` '\ �\ \\�\ `` I (tYP•) 1 �Iy i I ' ;;; i i L'm",._.. / ""' :_ :..,� �. ,di dront ,^ - /r.r'�"�i�n`" ,��: \\ \ \\ 90 O \\ 8. Site Area: 1.62 acres
\ `. `\�,:.I ? '/ \
ISI- d2�, c^ \ 9. Water Demands: Min.=O 9Pm, Avg.=2.35 gpm, Peak=9.4
PROP. 10' Propgdgd RS x; f�
`\ m
\\P.U.E. \\ qu6 Irtle(l (\ j i ---- o° _____ ; N R20� Ac^ ooZ o \ 10. Sanitary Demands: 5640 GPD
\ \ \ \ \ 1 F / , a: \ \ \ \ Z�L \
\\ `\ \ \ \\ \ I \ " I [Prop. 46 Water Line i / / j
\ \ i I'rQP• ry I 1 % ; root ,DePh / ` x Concrete foo o No Portion of this site lies within the 100 -Year floodplain
r-- Santa I
\ \ \ \ l - i� 10 Flf2♦r LANE 0' \� Pad -\ 2 bounds per FEMA's Flood Insurance Rate Ma panels
\\ Sews _ 0 1 /
106.00--- _w _ `\ s ; 100' MAX DEPTH / u `" J 48041 CO13 D and 48041 CO201 D. Effective date: February
Service c. ne Pro /Face 0 \
\\ \ \\ \ I 1 1 / / / of �urb � >. ` \ \ 9, 2000.
-:, 3.00--- \ \ \ ;'° / \
1 \ 1' / 1 a' \ ! xraz.^a aNY1 lL¢, e.,.:.:✓t,�.+'7.K*s:..,^a flftC lNl.. \
00 1 \ \ \ \ i q 1 1 I 109.0 �� is R107' ofrPnvement \`
\ 1 R2
v \ \ 1 1 1 1') ��o
------------- \ \ V 1\\ 0 1 / I I
`\� >\!` I i I I / /
11 1p s�ac'es 4 0' 91_
`\ \`. Prop. Back
I \\ \ \ '.t. \\ 1 YI
11 1 1 0 0 of Curb
\\ Ex."B- Wdterlin� o 0o I II
(a rdx. location `6 m I -Stback-- f \
\ PP ) rn _\ I I I 7.5 ide, 5r
101-00-_____� ` ` _ r� ..3�
I 47"21r 5,0 ,09.31r
\I ;
Prop. 18"
\
Headwall
1.0 Prop. Rock
0 Rip -Rap
(See Sheet 08)
a..wL----- \ \ 9rwLI -WL
20' PUE !e \\ I EX. MANHOLE I/ .0
----------- L, a -ss 8- (APPROX. ( o
/ ( i \\ t
I a -s \ r I LOCATION)
IN
ECEC. I GREENBELT ( \\` (( D M &\\R PROPERTIES, ;LLC I 15' , 20' PUE \\ D M & R PROPERTIES, LLC t
EASEM.I RESERVE. 30' P.A.E. \ ZONING: FDD Sanitary * �\
Ex. 8" Sanita ewer \ \ \ \
(approx. location) ZONING: PDD \\
\
PARKING REQUIREMENTS
Total Area SF = 6200 SF
Req'd Parking: Ips/250sf =6200/250 =25 Parking Spaces
Total Parking Provided =34 Parking Spaces (2 HC P.S. Inc.)
Interior Islands: Interior Parking Spaces/15 x 180 SF=
17 p.s. /15 x 180 SF = 204 SF
MITCHELL
• 1
T.979.260.6963
A�
511 UNN RSIT( DRIVE EAST
SUITE 204
OLLEGE STATION, TX 778
PLAN de DESIGN SPEMM IN
CML ENGINEERING • HYDRAUUCS
HYDROLOGY • UnUTIFS •STREETS
SITE PLANS • SUBDMSIONS
www.mitchellandmorgan.com
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LS$B Earth TL
VICINITY MAP
8" 6 LSSB
2' SCALE: N.T.S.
CONNECTION TO ASPHALT PAVEMENT GENERAL CONSTRUCTION NOTES:
1. It shall be the responsibility of the Contractor to verify the exact location of
fllg ALL existing underground utilities. Furthermore, the Contractor shall contact all
utility company representatives a minimum of 48 hours in advance of any
excavation.
a. Contact Dig Tess ® 1-800-344-8377
b. Contact Kimberly Winn ® ATMOS 774-2506
C. Contact Mike Lavender ® Suddenlink 846-2229
d. Contact Gilbert Martinez ® College Station Electrical 764-3660
e. Contact Mitchell Gas ® 779-4460
f. Contact Union Pacific Resources ® 778-8525
1' 6" g. Contact h. Contact ButchrWillsll0 College Station zon l 52
StationWat
& Sewer 764-3660
2. All construction shall be in accordance with the current City of College Station
(C.S.) Standard Specifications for Street Construction, B/CS Unified Technical
Ci Specifications, Water and Sewer and Generals, 2007, and BCS Unified Design
#4 Bars ® 15" O.C.E.W. Details. All inspection shall be
All construction shall be coordinated we' h the City staff
of C.S. City (Engin Engineer
r er of C.S.
3. In lieu of using the construction materials indicated in these plans,the
7" 3500 PSI Concrete Contractor shall obtain written approval' from the City Engineer forany substitution
� prior to Construction. Requests for changes should include product information and
an engineers sear where applicable. Thecontractorshall be financially responsible
\\ \\ \\ \\\\ \\ • \\ . \� • \\ . \\ \\\ \\\ \\ for the engineer's time spent reviewing changes and redesigning based on
6" Lime Stabilized Subgrade\/ / / contractors. requests.
� 4. "'Trench Safety Requirements shall .be in accordance with O.S.H.A. Standard 29
\\ CFR Part 1926 Subpart P. For general requirements, see Sheet S3 for details.
5. TRENCHING AND BACKFILLING: All trenching and backfilling shall conform to
-- - - -----'--- W.AW --DLT Y CONMET-PAVEMENT the specifications set out herein. Testing shall- berovided_ by
a certified
laboratory, at the Owners expense, to verify these standards.Any retesting due
NTS t&,substandard work shall be at the expense of the Contractor. Structural areas
shall include all sidewalks and shall extend 5' beyond the curb lines of all street's,
alleys and parking areas,
6. It is theresponsibility of,.the contractor to comply with all State and Federal
Regulations 'regarding construction activities near energized overhead power lines.
Additionally, the contractor shall coordinate all proposed work and procedures with
the City of C.S. Electrical Division.
7. All materials & labor not identified as a Separate Bid Item shall be considered
,_ _ \ subsidiary to the item in which it is used. All materials and equipment shall be
1 \ l i i - ; / Z _` I` \ \ \ \ \ both furnished and installed unless otherwise noted.
X= 0203816.90\ / \ \ 8. The Contractor must
I--� \ \ � c----100.00.-_ i \. :./ / ` \ \
10 03810.80 \ ` _ -_ � ''- / \ > / \ \ \ \ \ `` 1' 6" provide construction staking from the information provide
,,,_ / % /=• X= 35;68030.77 > / \ \ \ \ ` ` on these plans.
Y= 10 03743.40 � / � ` \ ` 9. All soil exposed by construction shall receive cellulose fibermulch seeding.\\ `\\ \ _ tic{fWxlor5l.�rex�'.s:"' O�� / os o \ \\ \\ \
y 10. Trenches may be left open overnight if properly barricaded.
(Slopped L.� Fatiq. ,r o5' c ' > 1 0o rn o \ `\ 11. Adjustment of Water Meters Valves, Manholes, Irrigation Systems, and any
1 Headwall -'96.00---` \ \ e '� ' , / O,/ /1 \ o Y \ r
°` ° #4 Bars ®15" O.C.E.W. other Public or Private Utility, etc. are not separate pay items. The Price of the
t ,� Exist TxDOT \ o, Q adjustment shall be subsidiary to the construction of Sewer Line, Force Main, etc.
' x'97.00 -_/Sr' r r r.. ,o.:e^-r w¢4Nr y^'1';r{tz' �}s�Yy iz;:,� ii{i{�" a�+;:.�{' "tAM,'.r`''a`ri7, iy, r: v' , s ,. , \ ) rY
I - 'OI'c tai¢ s,?"a HX 5:-;71}t`ti'', �., wl �,�t',i 0 rr �'1 t ..c r'3\'1,^ ,7;. -., ver n`r :r✓sl t> ,, sr r 4 Stone / , Light�'POIe \ O \
Storm / 5r ... g s sv ,..a,,, r? k , \, int r « r+ ` ,; art ,,, \ RIP 12. The contractor shall coordinate with Suddenlink Communications, Atmos
33 �{ .. .
1 / .._ � ��ror '£'A�. <t- '~, �4 �1 _:.+,it", S� r .... ."4 .inry rt'r' n�v »�+;c ri uil l:t,v. .✓}v'41rS 1' {•.,9'Gi zc : / \ 1
25'_ -CITY OF COLi,E , •s;, .'fi c ^,1t: � r�•.�: a �ttx:, wNi rr�,v+.�d,a �," .,.�3„7 ns1 ?, ,r 3 , rr;z:sart� ,�'; Ra Flume (to remain \ \ \ \ \ 3 Energy, Verizon to adjust the location of existing facilities.
Dram ;a ,yQ `^ -sura ,.,pi}x•,ta irP.la'%r"rxk Cr+'rt.:N°, ,rvk,,"'I;,:i+a' ,.i1/�k,,,,....tbt',' _ P / \ . \\ ,..6:. 500 PSI Concrete 9Y 1 9
uATIDN PUBLIC U'� A. ygt7� s > :;+;, sa Xs,xa; ,. W <?.d'= v s ,J\c{:,. ,4a'i ..,,x" 7?n\ i 1u, 1s Yx'„� - 3
�Cleano '*zn1'e {:f I's /..,.;ku{,.,, ,, a �. r,_ r, q...-;.�„ n l `r ,aw\„ „r,.,\r„ j,WL„_ See Sheet OS \ \ \ \ 1 The contractor is responsible for traffic control. This is not a separate a
i EASEMENT (876/34) it s°n!'5! fisraq{,\>'tr .tfiikkrxs',4\ra)tt.,, +f/r3Yr+.x 1t.ta{..,,,tN,nf�ti5+`�:'~<K,s3pr<,y.",',+o-iSSfr `,;I,%r'{ ( a / . \ \ \ \ \ \\ item. P pay
I , ( / 4') �'.f' iMk�j M't.y4`I'`zF x,!iv j7 Ya•'ty'tr� ',, ar�S?,Xu f,.ua fir"'ir x�lj wi {i%ikS§t•.� l ..'n,;>i rt x $,?+'.I'I li "', / / \\ \ \ \ \ \ \
N. {1 % r , �`,-;T3,�rr` 4t".NaSs,t {.;tlr;a�,x•¢rZ,r,'�t?i „- 7+�',g,xj:,'fGe"t,.,rur:,,�t,ki,Jip �a,,? ? .+1`,-#'i,.'r.6 -t....,,a.,,{t,t-�,+�%,t,rIuI4`�7r[l, :c0�,u, �;.:.r a �z.;,h,c1ct:, !t+imt 0a,.z.z}, ' T,rti.,1r,�r,,�,,',�g?,,,=,;,...t�1 , k,I3i~ ,� sCrz,=,i.t, ;'.{.��~v.;ae.atrp,r., ,''r�e nrra,,�.,!n� .�`ta`rr,fiL/\v'ri?.�.'��.4.ii,i,'n'''y,9Y',tj"-,'ai.'il5:r�.i r,§ir,n.6, ti,a�; }t'�aIt�..:.r'.;,,a,,i.. gt,��,7'i',),x'�\;lS„ir'-a .r.r,}r;a.1,,a�,:t�ay. ,o.s. __ / // O7CO� / // . \ \ \\ \ \\ \ 1 \ \ + \ 1t 1 \ \ \` \ \\\ \\\ \\\ \\\\\� • \�' ,
14. Nos
oil areas are available on this site.
15. All roof and ground -
i . mounted mechanical equipment shall
be screened from \ � r
6" Lime $tabilzed Subgade\ view or isolated so as not to be visible from ahY Public right-of-way or
�i�11�II'IIIII`\\` \\ \ \ \\\ l`\ \\ \E\ . \v x\ `•\ r'\ g `"\\\ `I I 1 \\ \ / I ''' }e..%3$�$ti\rpt5`'Pi'r>i,`~ra;o5/tal>.alyYA'��sz t2';tBn„\+:�mv,r,i.ca.iZu ki,IeStEfJ 'aiirrt\ y1„Mt0`{T5r."x'S?,,;8hRt,,,S8,F_'w erawWa?in+ ':e''vltUr a"\'a.}r+�t?I`cn,�,r1'r `4, a
'
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e
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♦ \
\\\ \
` \\k soyry r
AArn
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,
SrTeIsidPeLnAtiNal district
tEriSc:
t within 150
of
the subject
lo
t, meas
ured
from
o
m a
point five fee
tNCONTRACTOR SHALL USE oHER IN THIS . P#� t above 9rade.Such screening shall be coordinated with the building architecture, TRENC25' Front
oiq61092{67 materials, colors, and scale to maintain a unified ed aPPearance., back Y_ 1 STNDARDAREA TO MINIMIZE Set =D2os37sDISTURBANCProposed IOH.3 CONCEDE PALMENT DETAIL
15" Sto 15 Z=ABSOLUTELY NO LARGE 60d odNTS
N,
Drain Lne p 91 E
IN X- 1. Name of Project: Copper Falls Executive SuitesY= 10203 o
Ob 35679049 L
I 7.7 / Ex `kDb\$n lo, -,Q 2. Legal Description: 1.62 Acres M. Rector Abstract #46
X= 3567917.56 `(to Paraln)Waterline p. 3. Owner: 1999 Properties Group, LLC
Y= 10203768:07 °i H.C. Rock-Rip-RoP 511 University Drive East, Suite 204(aPPrax. s
location) o ef`\OB)
I _ 'H.C. Ramps (SeeSheCollege Station, Texas 77840
Storm DrainPro 15Signs -
,1
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,
���r tn,� v . h,r i:::`,cr . MQ] ,c1i• //
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397h 260
ilityCleanOUt I Publiut6'x6'
It Easement Trash Can 4 Engineer: Xitceli &Mor a
n, L.L.P. .P.
511 University Drive East,
Su
i
te 204o Enclosure
College Station Texas 77840Electrics IN
\\TransforProp. :18" 6963(979) 260
Pad Headwall
- with S.E.T.5. Zoning: Administrative/Professional (A -P) R2 \
--- 1 -- /curb • 6. Existing Use: Undeveloped -Vacant
T B3 80'2 \4N?Vq •E C Props Ramp Proposed Use: Professional
9' i sPaces 'o 7. Setbacks: Per City of College Station Ordinance
sPaces Flre
it/ `` '\ �\ \\�\ `` I (tYP•) 1 �Iy i I ' ;;; i i L'm",._.. / ""' :_ :..,� �. ,di dront ,^ - /r.r'�"�i�n`" ,��: \\ \ \\ 90 O \\ 8. Site Area: 1.62 acres
\ `. `\�,:.I ? '/ \
ISI- d2�, c^ \ 9. Water Demands: Min.=O 9Pm, Avg.=2.35 gpm, Peak=9.4
PROP. 10' Propgdgd RS x; f�
`\ m
\\P.U.E. \\ qu6 Irtle(l (\ j i ---- o° _____ ; N R20� Ac^ ooZ o \ 10. Sanitary Demands: 5640 GPD
\ \ \ \ \ 1 F / , a: \ \ \ \ Z�L \
\\ `\ \ \ \\ \ I \ " I [Prop. 46 Water Line i / / j
\ \ i I'rQP• ry I 1 % ; root ,DePh / ` x Concrete foo o No Portion of this site lies within the 100 -Year floodplain
r-- Santa I
\ \ \ \ l - i� 10 Flf2♦r LANE 0' \� Pad -\ 2 bounds per FEMA's Flood Insurance Rate Ma panels
\\ Sews _ 0 1 /
106.00--- _w _ `\ s ; 100' MAX DEPTH / u `" J 48041 CO13 D and 48041 CO201 D. Effective date: February
Service c. ne Pro /Face 0 \
\\ \ \\ \ I 1 1 / / / of �urb � >. ` \ \ 9, 2000.
-:, 3.00--- \ \ \ ;'° / \
1 \ 1' / 1 a' \ ! xraz.^a aNY1 lL¢, e.,.:.:✓t,�.+'7.K*s:..,^a flftC lNl.. \
00 1 \ \ \ \ i q 1 1 I 109.0 �� is R107' ofrPnvement \`
\ 1 R2
v \ \ 1 1 1 1') ��o
------------- \ \ V 1\\ 0 1 / I I
`\� >\!` I i I I / /
11 1p s�ac'es 4 0' 91_
`\ \`. Prop. Back
I \\ \ \ '.t. \\ 1 YI
11 1 1 0 0 of Curb
\\ Ex."B- Wdterlin� o 0o I II
(a rdx. location `6 m I -Stback-- f \
\ PP ) rn _\ I I I 7.5 ide, 5r
101-00-_____� ` ` _ r� ..3�
I 47"21r 5,0 ,09.31r
\I ;
Prop. 18"
\
Headwall
1.0 Prop. Rock
0 Rip -Rap
(See Sheet 08)
a..wL----- \ \ 9rwLI -WL
20' PUE !e \\ I EX. MANHOLE I/ .0
----------- L, a -ss 8- (APPROX. ( o
/ ( i \\ t
I a -s \ r I LOCATION)
IN
ECEC. I GREENBELT ( \\` (( D M &\\R PROPERTIES, ;LLC I 15' , 20' PUE \\ D M & R PROPERTIES, LLC t
EASEM.I RESERVE. 30' P.A.E. \ ZONING: FDD Sanitary * �\
Ex. 8" Sanita ewer \ \ \ \
(approx. location) ZONING: PDD \\
\
PARKING REQUIREMENTS
Total Area SF = 6200 SF
Req'd Parking: Ips/250sf =6200/250 =25 Parking Spaces
Total Parking Provided =34 Parking Spaces (2 HC P.S. Inc.)
Interior Islands: Interior Parking Spaces/15 x 180 SF=
17 p.s. /15 x 180 SF = 204 SF
MITCHELL
• 1
T.979.260.6963
F.979.260.3564
511 UNN RSIT( DRIVE EAST
SUITE 204
OLLEGE STATION, TX 778
PLAN de DESIGN SPEMM IN
CML ENGINEERING • HYDRAUUCS
HYDROLOGY • UnUTIFS •STREETS
SITE PLANS • SUBDMSIONS
www.mitchellandmorgan.com
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PROJECT BENCHMARK: Corner of Concrete Headwall, X= 3568095.35, Y= 10203820.62, Elev= 100.00
\ s
\
600,
00 . \
`T\ ♦ \; EXISTING RAMP TO
i
N
BE `REMOVED• BY
1 I I 7XDOT \
` \ J
LEDOUX EDV�IARD M %„ °�°\
\\` °8°O.
II & CLAUDIA F \
,\ 0`
ZONING:
N. `JO \\ \\ \\ °o
200,
\ 0
OR
\\ \\
`\ s \\ •00
\JO `\
' �G o0
----' `�o
o .'9
_ I
JM), Front
Setback
\ _ `70
1
DOTSON, DAVID JAY
& FRANCES Z
ZONING: R-1
NI
o
d - ZOIJING: A -P =
' Cent r
\ Lirfe of
25' CITY OF COLLEGE
` STATION ELECTRICAL -
EASEMENT (417/859)
a I -
I I
I I o /
N 15' Rear E i ' 66 'o
d om' I a
i
/
` Setback
I
_
'Prop. Concrete Weir
MANHOLEE (Soe 1Sheet 05) Prop.
- Rock -Rip -Rap _
: (See Sheet 05)
-•�`'`CEnter-Line-of-9600
g - \
k - _ p0 Ex_Dceek__ PH
2 - .
CORP Saw cut to provide
p Rg neat edge of existing
�0! G� curb.
Por
>
Leave 15" of rebar of the
> removed curb and tie it to the
rebar of the new curb.
NTS
FILENAME conecL_curb.dwg
PLOTTED: 07 Oct 2007 - 4:30 pm
Be
rlchknaHc: \ \
Comeof. Concete, H(�adwdll
C
x351;80 5.�i 5 l"`((
0 2
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QOp.Gt�0.00_ `t0 �_- o o01
\ oo
\ o -99 °0 �` o \ o \ o Y/^ • \\\ `
I10e
y
r \ \
Limit of Pavement Limit of Pavement
for Concrete for Asphalt
Sawcut Existing Pvmt to
provide "Neat" Joint.
18" As halt Pavement
T.979.260.6963
F.979.260.3564
511 UNIVERSITY DRIVE EAST
SUITE 204
OLLEGE STATION, TX 77840
PUN do DESIGN SPECIALISTS; IN
CML ENGINEERING • HYDRAULICS
HYDROLOGY . LI TILIRES • STREETS
SITE PLANS • SUBDIVISIONS
www.mitchallandmorqan.com
.®
cc
Mem
00
N Tm
nnnJ ..
.. \ .a m
L$$B EarthVICINITY Al" r 0 '
78.7-6" LSSB :o+ma
SCALE: N.T.S. 0 3 t
o0
O
.'DNNE WN TO ASPMLT PAVEMENT GENERAL CONSTRUCTION NOTES:
1. It shall be the responsibility of the Contractor to verify the exact location of N
NIS ALL existing underground utilities. Furthermore the Contractor shall t t II O C'
utility company
a con ac a
representatives a minimum of 48 hours in advance of any
O co
a
a
/ fTt
i \ oR '1•'i_ID
a.
Contact Dig Tess ® 1-800-344-8377
c
0
s!
W 0 e
SITE \ _ m >
rn
Contact Kimberly Winn ® ATMOS 774-2506
/ std fTl
p
C.
Contact Mike Lavender ® Suddenlink 846-2229
-0
F + a a
d.
Contact Gilbert Martinez ® College Station Electrical 764-3660
\ / 9S,
o
0
W b
e.
Contact Mitchell Gas ® 779-4460
f.
Contact Union Pacific Resources ® 778-8525
0
p
O •C w in
6" g.
Contact Richard Wallace ® Verizon 821-4752
d
h,
Contact Butch Willis ® College Station Water & Sewer 764-3660go
T.979.260.6963
F.979.260.3564
511 UNIVERSITY DRIVE EAST
SUITE 204
OLLEGE STATION, TX 77840
PUN do DESIGN SPECIALISTS; IN
CML ENGINEERING • HYDRAULICS
HYDROLOGY . LI TILIRES • STREETS
SITE PLANS • SUBDIVISIONS
www.mitchallandmorqan.com
.®
cc
Mem
00
N Tm
nnnJ ..
.. \ .a m
L$$B EarthVICINITY Al" r 0 '
78.7-6" LSSB :o+ma
SCALE: N.T.S. 0 3 t
o0
O
.'DNNE WN TO ASPMLT PAVEMENT GENERAL CONSTRUCTION NOTES:
1. It shall be the responsibility of the Contractor to verify the exact location of N
NIS ALL existing underground utilities. Furthermore the Contractor shall t t II O C'
utility company
a con ac a
representatives a minimum of 48 hours in advance of any
O co
excavation.
a
d
a.
Contact Dig Tess ® 1-800-344-8377
0
s!
W 0 e
b.
Contact Kimberly Winn ® ATMOS 774-2506
p
C.
Contact Mike Lavender ® Suddenlink 846-2229
-0
F + a a
d.
Contact Gilbert Martinez ® College Station Electrical 764-3660
0
W b
e.
Contact Mitchell Gas ® 779-4460
f.
Contact Union Pacific Resources ® 778-8525
0
p
O •C w in
6" g.
Contact Richard Wallace ® Verizon 821-4752
d
h,
Contact Butch Willis ® College Station Water & Sewer 764-3660go
2. All construction shall be in accordance with the current City of College Station
0.N O
(C.S.) Standard
m
Specifications for Street Construction, 8/CS Unified Technical
O
_ #4 Bars ® 15" O.C.E.W. Specifications, Water and Sewer and Generals, 2007, and BCS Unified Design
Details. All inspection shall be performed by the staff of the City Engineer of C.S.
All construction shall be coordinated with the City of C.S. City Engineer.
7" 3500 PSI Concrete - In lieu of, using the construction materials -indicated in these plans, the
Contrac
for shall obtain written approval from the City Engineer for any substitution
rior t0 Cons -
truction. Re nests
P for chan es
should inclu
q 9 de product infornatiori and
an engineers seal where applicable. The contractor shall be financially responsible
. \� • \� • \� • \� , \� \�f-77
or the engineer's time spent reviewing changes and redesigning based on
6" Lime Stabilized Subgrode /� j�/�/ contractors requests.
4. Trench Safety Requirements shall be in accordance with O.S.H.A. Standard 29
CFR Part 1926 Subpart P. For general requirements, see Sheet S3 for details.
� �•/- 5. TRENCHING AND BACKFILLING: All trenching and backfilling shall conform. to
SJ/ l-CON�+RE%E PAi�EME QE%A1L - the"'specifications seYout herein: -= Testing shall 1, provided b a-nertified _
__ `--•\ -
y , --96� ----- �� ~� `\ �� \` -�� - NTS
laboratory, at the Owners expense, to verify these standards. y Any retesting due rn
96.
.0 o ;, 6 % _ '< to substandard work shall be at the expense of the Contractor. Structural areas e
:1 9, PHASE, j`\ \ \. '
shall include all sidewalks and shall extend 5' beyond the curb, lines of all streets, 0
00-\- ` 2t' i I t ` \ \ aIle
\ \ - In
6. yIt is thea responsibility ibility of the contractor to comply with all State and Federal
Regulations regarding construction activities near_.ener ized_ overhead _ ower lines. -
/'- - l 9g i - -----99.00----__---- `\;` _ \ \ \ \ \ Additionally, the:contractor shall coordinate all proposed -work and procedures with
_ Ad itio
I _ --� - , o \ \\ \ \ \\ `\ the City o ...C.S. Electrical Division.
�,\\ \ \ 7. All materials &labor not identified as a Separate Sid Item -shall be considered
-g5 °o I \ X= 3 67956.90\ `2
\ - / .\v \ .\ subsidiary to the item in which it is used. All materials and equipment shall be
' 3 01-- \ l y$ ----100.00-__ ar both furnished and installed unless otherwise noted.
96. Y -9S \\ q(= 10203810.80 \ \4 - X= 35,68(30.77 >,
p> 1' 6" 8. The Contractor must provide construction staking from the information provide
/
i on these plans,
;`. if _t;r =!s 'ir '' + ' Y= 10 03743.40 ° ` 9. All soil exposed by construction shall receive cellulose fibermulch seeding.
01.
1 9
I Slopped . o c ' 10. Trenches may be left open overnight if properly barricaded.
1 I abodwall -'96.00---` \ \ e0 x a > o. \ \
1 \ 1 I \ ;;�• L-�.,. / r �•S / o '0 \ \ 11. Adjustment of Water Meters, Valves
Q„ o 0 1 Manholes, Irrigation Systems, and any
I f /nr+,n�{.rSiY, f % , \ Ol
other Public or Private Utility, etc. are not separate a items. The Price of the
1 \ t I `-_97.00----'-' Sx' +„..,.r sry *,: r���.*%d.°'x yt it'4r �I„it ?ti., dr §? ;._'t}t, r� �^;r *,!- 'x , i Exisi. TxDOT \\ O .O \ _ '#4 Bars 0 15" O.C.E.W. tY P pay
Sto K� t € :_ +r ,5 ,\?:(a\ . t . #.rmel', tqf b nu 1 uw u ,; r, l L ht P le� ` o adjustment shall be subsidiary to the construction of Sewer
\ f rm ,A� +zcx}tr �L +vs Yn'`\ Irl�a,f n/t,*�f.er nx'u #\i�':Q'-'. r+.L rtt <:v''riixd✓` y ., w?fi''}xi *�.+ _ 4' Stone Rip % 9 a \ \ \
r ��
ry r Line Force
25' CIN OF Qar�y { $ _
� Main, etc.
"� \ :. 12. The contractor shall coordinate with Suddenlink '
j } ` Communlcatwns Atmos
- st 1 9 A 1 li x .fid � a't .?` ''��
o Dram ' :./int"1 za rt', .9i Yei+4 n,r mdF ) , ,i yx t,v .I4y f<rl'ti.i Ra u t0 remaih \
� \ o i ��t±,2.r +ii �..`+t.,ia ,. u3,1.d �'kar�s1n�F.�..: : 1 P Flume / / ( � \ \ 1 .
1 ,STATION PUBLIC U �.:u,, „ ,.: , ,:,>i ,.,. ,>•:, ,.. , 3500 PSI Concrete Ener
Cleano (y, , «„ - ,; . t4 2p .r a 4? r.,x ,r.,;. \ \ 6 9Y. and Verizon to adjust the location of existing facilities.
\ i / N n,. `} rr,,, kI'nr ,._I-.. s`ti7i.;UN9, < t\ ;. -n lydi(h,-�.,s� 'xatq.1���,i { e,.3't.,,`vt�•~?zq (See Sheet 05 ♦ \ \
I r EASEMENT 876 34 �� !♦l k>r,, i✓.tm �e s+st )=+r : ,.>,�. ,x t 't`Ja, is., •. o,+,F,tt;,•,+/#�:.
�+ 13. The contractor is responsible for traffic control. This is not a separate a
( / ) YI. .S"v '{f+rt lYt?,, ✓„+IT U''xq; qui ih.,++ SYi\Ylr x/,$r2`{jti}'41d}�k�;Y'x!, '7S,T ASa IYr••w`t+„p,1i./� P
a $s
V>sdk,;!inr�k,`�,rc5czrucztl•_.,fi,,\tc ,,>,1h�r,\Y,,r\r +,`'z4`�.�i;k'nrrlyr3F�''(i •u r c9G1 r \ \\ \\ \\ \\ \ \ item. P PY
LP w t7 ,f, .N �r t r'fn r ,�;\ +zy.. Xk'{i ;.�ty,N, „�i.3 x>a txT Fy�;K,,.•: rj.,✓'7' 4d1 JflrFi / V" / `♦ \ .
I ' 1, ',,.3 , q 1 r,'-/,�)qF sn�d,\? pr„%.++:n i ,2 „ �;�i ,,' , .<.h: 4y x,.;,�, x.:s ?,ul 4t,c,c, ylray st >,;,,� ,1+ E a r r / \ \ \ \ `\ '\ `\ 14. No spoil areas are available on this site.
M. PROPS. SaE.D., ..�},%,7 y
Ex. 8" c ; +4 w1a \� . \� , \� . , \ 15. All roof and round -mounted
\ / + +; „tr ° tC� \ 9 mechanical equipment shall be screened from
Sanitary Sewer a t\{ / 1.,,, {, / rel, s\x ...,,, s rt,l,a xI n^, ., 6 Lime Stabilized Sub \
`� i t ` 4• v m § ? 4f+.r( q t ra \ ��grade\ view or isolated so as not to be visible from an public right-of-way
a r0 \ \ I . CONTRACTOR SHALL USE OOr` i �.;•; :x Li. vi.. 7k' +�xF tj .t, f SY`i-'" ;c f :�' , ...Cc >t v gg. -+4tlr �s t 1;_xx.�t s er'�>rv.stitC; ntr'trP�, - / / h I t \ ` / / / / / / / , Y P Of
( PP x. o U f.,\r YztJ.. sy tit - k G x Yt„ d ..: , Ltx« .?2y ;J: *;\ ,, f, , a ' / ' / ' / ' / ' / residential district within 150' of t
SMALL TRENCHER IN THIS c, 9 t c,{ ,` .>xxt 4; t `i.w-• 1. k +:,,:at «)tsrr+'"' sWv ` r Poirit �'' t. he subject lot, measured from a point five feet
location) I \ \ \ \ ,,4f4 3xtjf r�• ,d . < �.; cflr,� �D I N�z+,. t b h r +�- , - r # \ \ above
\ AREA TO MINIMIZE o, k t rr G /= okra;, 2 /}t\'x£it/fre 4n,hi _ 25' Front _ grade. Such screening shall be coordinated with the building architecture
y x. t Sa. t+Points 3 n' n„/.t£ „ u t r, a ,i k X= $561}092,67 9
Proposed : ar „ 3 jc r. „ s, I i wi,s r Setback / materials, colors, and scale to maintain a unified appearance.
DISTURBANCE P ,nt Cr,,,,ak ^'35E79,5158 ,fn ;,,s �t'Mv s5' x': 3" r i / Y= .1020'363 .78 D CONCRETE PAVEMENT PP
5" Storm-, ,> a, + �, r k i s k 4 a> x �TANDA_R_ DETAIL
ABSOLUTELYNOLARGE( ' -I': ;vY",'`n1`�'t TAY ,�"102D374356'��ti�62DG_y iSla ,,nrrk ��,,ti,�,r{ ,3nr �,hn i :�:}�t,- -� �( � \Z= 1Ol.73.
-- € Drain Line 1012 r va` b 'tri "n rvr\ ytXrey . Fns/\y; ,y, art Y r i i_ t W
i \♦
EQUIPMENT THIS AREA) ytt 3t{ $B SDG) rHTn, rrt rr�s4',iarn^\r�'itti.-s.p r `60d nail \. \\ NTS
•4::r'S`jfy>t�q, 't.,;6Dd inOlt; \X.*,' }+l-\ty,';rr ,\1Vfw , `.i`':' A' �, A }-1'• r �/fzp AV4 2°-Syiq/J;}^nt tas `�ff/r{,,j,`s.cri 'Y$ijY3tm,;+: 00 '4
\\
\ I \ \ `\ \ 1' '(e, :4k.2\!y'sa r,17`zyh,'fl ,t iv..grtr-J7.� L ri).., dxk, +t,tn .0 {.�J /..\fJ>)r'gi�)c ,y'_s'y, kst �3's••. X= 3567991/.49 \\ \ \ \ `
BELL, LANCE & p� \ f / f', r n a illi° 9' t i nk "{i 4(, ,+ 4r 0fuli y l Yr w 5zt' n sk t% v1` of t,3, tx t,e + t'r O \ / SIZE PLAN NOTES:
l \ ` " \ \\ f .O. y7r r. r5'rt.+zr, Qui x'}lCff "sr t."st 3'ist ,lti nn. \/2�1.3,'s rnA+}'3'4iH"4.r`f til ":fi. kttre�fie„ra ,. / \ \ \ io \
Q> r r <• Y= 102037¢0.73 rn� \ 1. Name of Project: Copper
MARLENE L` i \ $$ / FropBike +'s', r , )'> ' +^ $' ProP•H41ay • 1,' 4 /i' , ,M a {' > i , ,; Ex. TxDbT Sjgn o ms's• c• j PP r Falls Executive Suites
-'' m uteri ne 1 I X= 3567917.56 ' "r,., „• x<r, ,z, x , r. r h i /; l h tS iEv ;, aw, t l o s 2. Legal Description: 1.62 Acres M.
ZONING: I _ " '' ,,Racka,Conarete #Samba f ,,rry +, ` omestic & t it, ;\, ti€,>t ,r„y As Prop. (to 4t cin) o 9 P Rector Abstract #46
NTNG: R-1 a r Y- 10203768:07 7� .,,? a,,i z w2 k+e _
( PP ax. 1 m r \• pads #oro " } 4 r; i +„ , r , t Im atiori>r, /, Is id .Area \ ,.tv0 0 3. Owner: 1999 Properties Group, LLC
P Pr
_ 511 University Drive East Su'
i rr rh / v $eweru `} f;, a } r tlNate9 Metens`" ` X29,5 SFF t t y€ m, o H.C. Rock -Rip -Rap , \\ `. 'Z ? 2 \
location) � � I 8 cycl`es� rf{, Gleanout€x'� r ss \ ht r, s � } , � , ,�y.tn , �, _ o
_ Rams (See Sheet` 08)) O F Y Suite 204
\ 9 1 I t� x,.,, ,•Ff i't t v ,+. 9ri 3,,.T,r{,� , }` $ui et4 Y¢id' �krt+?4 {Y�xun rl H.C. a / \ \ ♦ \ �- \
$tOml Drain i ?st k„'s+a,t„:v'v`1i ,v('zFe M1d?. ,L .✓.`l ttjes. rcy'yn rrtnta,i .f';q.: ,'r'tf ri di 'trv'e ��5t''Han`.{Ci`S`., Prap. 15'
_ College Station, Texas 77840
Cleanout 1 r c.,sl«:,.. .:r ,+':,a'div sv.'"r i,+:,?,C\%1" r� - ,jt Signs (tYP•) , / / `. \ (t\ 2 lit ` (979) 260-6963
n .. Public utility i / 6'x6' P y .A
.
.t
-Tr
ash CaEasemet
Ex. O F
4. Engineer: Mitchell & Morgan,
L.L.P.
oElectrical Enclosure 511 University Drve East, Su
ite 204POWe\ Transformer O College Station, Texas 77840Prop. 18Pole Pad (979 260-6963t------- - -- - Headwall
,..� it `\ \ ' R20" \\ g ( )
with S.E.T. 5. Zoning: Administrative Professional A -P
2 4" EVC Ef - 2L` 4.. )? V C \ E C T I ,' 163' I 1 f ( 80' ---- ---- --- - --- ----- Curb \\ r `.V
T'
\ o s ��{ ` •' , Ram r''Rv \\ A s� \ 6. Existing Use: Undeveloped -Vacant
m 1 Pro P
-- ------ I' 9 ,.� Paces i I ! - hspaces I �°.. f//// =, > �; FIre� oo �' \ 's �. Proposed Use: Professional
e -wt R80' / ` >A \ ".` \ 0'•0 .\ \ 7. Setbacks: Per Cit of College Station Ordinances
(tYP•) -G 3 t\ I l �- , ,,.<•,-.: f '/ Brant '` �" \:: \ \ \
V ♦ \\ \\ I 8 I / ' _.,';.,Yz..:•,.s•-: �� \ / �O \ ,•f Y 9 W
I r, I fir:\,., `�\. \ n2 B. Site Area: 1.62 acres w
` PROP. 10' \Propps@d i I i RS i I ,i 1 , 4. STdewojk ; ? ,. Z \
\ -_____ Demands: --55- --------- R2' t _ Z °.." I , ' n:E c, Ff 9. Water De :Min.=O 9Pm. Avg.=2.35 gpm. Peak=9.4
\ i \.P.U.E. \\ C\u?b lale(i i - ov - -- ------r--- ---- --- ---% ,t
Lor+ c„rrv..•s sr.. var:ar tmt Ln„E. /f N `\ \\ R20� \\\ \q\ 00 Q \t\
1 1 Z 110. Sanitary Demands: 5640 GPD
Pro ry J
-- Pr . 4" 1 1 P• Water -Line
$ h?thry i 1 ! / tU5.Uo---_,_ - i pepth �t Concrete '`o �o��y No Portion of this site lies within the 100 -year floodplain J
Sew�l ✓y i 1 i i 7 06.00 -10 / % Fin LANE p rout �\\ \ Pad ons Oy � Y P J
Service tine I o 1 t v 100' MAX DEPTH / Pro ;„ ' \ J boundary per FEMA s Flood Insurance Rate Map panels �-
`� I 1 1 t r r p.'Face 4 \,w+ \ 48041 CO163 D and 48041 CO201 D. Effective date: February 1
7. -_ \ \ \ \ \ O i t t. r -107.0a) -- of :.�urb F` ` tel.
e 4.00--- `\\ \\ \ \\ \\ \\ o R2. i i /r -107.
i f-;0 9, 2000.
\ \ 1 1 tt t tt ( �' 08 0 \`� . , �•,� . •.as>t
6' \ \ ` \ \ \ ) ( / i \ :1 t 1 �� \ \ , I c'rrcv �t.el. +v uxvwa„isa rlReLan- \ \ P `
vv v 1 � i� I � w 18" v
0 1 \ \ 1 I (i 1 109. ^•� I i_ R107' Pro Ede road
o \ i t U `,,I � / p' g Headwall \
° 11 1 171.1 i op `� �`.\ of Pavement PC
I `\• I 1 PC
• ---- r !
---r- \ \ v 1\\ o I r1l,
l t� s aces 1 g L, r \ o
I `. ` \ \ o I\ 0 I' �/ I i t I I I ✓ o o _iii- '� i l o Pro Rock (�
o /- '\ 1ou- I ,T I �. o a n Rip -Rap .`l
1 li ''� -.100 Pio p0'' (fYP•) !� v I /{' P of CB b k o
Ex. `B" W6teriinb o 0 1 j (See Sheet ) _
---- --- - a----101.00---- �- d.: , -: I� I :.I%
0 o Se 08 PARKING REQUIREMENTS
Total Area SF 6200 SF
�� `\ (\aPPr6*. lo�gtibn�) O l\ _-� 1 I 1 7.5 jde tbacs ,^\ 5r f %i 'off o Req'd Parking: fps/250sf =6200/250 =25 Parking Spaces
-'-----101.00--_____., ` ` ` I \ \ �� ,���� =34 Parking Spaces
Tota, Parkin Providedr `
1 \ , , „ , `�� � , \ o \ , 9 (2 HC P.S. Inc.) \. J
I -_ \ \ \ 1 47'21 5,0 309.31 Q Interior Islands: Interior Parkin Spaces/15 x 180 SF=
- .__.a -WL ----- ' \ \ BrWL � \9 -WL `� � � L ) I / ' ` \ .,.,f. 9
\ `\ \ \ = 17 ps. /15 x 180 SF = 204 SF
20PUE \♦ I EX. MANHOLE i \� i oo \\ \\ \
(APPROX. ,\ / 00
a_s \ rt m SS
LOCATION) l i r \\ \ \\
' \
_ELEC. I GREENBELT I I D M &'\R PROPERTIES, ,LLC I 1 20' PUE I \ 0
EASEM.I RESERVE. 30' RA.E. \ ZONING: ODD 15 Ex. 8" Sanitary\ewer D M & R PROPERTIES, LLC 1\\ \\ v` 1-1 I
\\ iI� ; (approx. location) ZONING: PDD \\ \`
\ U"
Of 14 Sheets